HomeMy WebLinkAboutEngineered Plan - 2013VARIANCES REQUIRED-:
TEST P1 T DA TA
'INVERT EL E VA T I ONS :
DESIGN CRITERIA:
TITLE 5. MAXIMUM FEASIBLE COMPLIANCE
PERCOLATION = OBSERVED
INVERT OUT SEPTIC TANK:
95.8
DESIGN FLOW:
SECTION 15.221:(7) GENERAL CONSTRUCTION REQUIREMENTS FOR ALL SYSTEM COMPONENTS
INVERT IN DIST. BOX:
95.62
3 BEDROOMS AT 1/0 G.P.D. PER
THE TOP OF ALL SYSTEM COMPONENTS SHALL BE NO DEEPER THAN 36" BELOW GRADE.
INVERT OUT DIST. BOX:
95.45
BEDROOM EQUALS 330 G.P.D.
A VARIANCE IS REQUIRED FOR THE SAS TO BE BETWEEN J* AND
6' DEEP.
INVERT IN LEACH CHAMBER:
95.37
5/8
`
-W
2 -----SAND-----
- '
BOTTOM OF LEACH CHAMBER:
94.45
NO GARBAGE GRINDER
SAND 5/8
O
ADJUSTED GROUND WATER:
N/A
20'
FEBR UA
Y l 9 , 2013
G
GAS LINE
SEPTIC TANK REQUIRED:
OBSERVED GROUND WATER:
N/A
330 G.P.D. X 200% - 660 GAL.
\ 9 1
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BOTTOM OF TEST HOLE!:
89.0
SEPTIC TANK PROVIDED: 1000 GAL. EXISTING
LIGHT POST
UNDERGROUND ELECTRIC LINE
E N G I N E S
_
I N G, INC
93°S4/S)
----' - -
\
UNDERGROUND TELEPHONE LINE
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SOIL ABSORPTION SYSTEM REQUIRED:
-CTV-
-1-40.4
UNDERGROUND CABLEVISION LINE
SPOT ELEVATION
°
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DESIGN PERC RATE C 5 MI N/ I NCH
r t MA 02675
w 508) 362-81-32
SOIL TEXTURAL CLASS - I
........40 -------
EXISTING CONTOUR
EFFLUENT LOADING RATE - 0.74 GPD/SF
40
330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED
PROVIDED: 16 HIGH CAPACITY INFILTRATOR
CHAMBERS. I00'x 4.73 SF/FT - 473 S.F.
473 S.F. x 0.74 - 350 GPD
\
NG
gRAGE / N W WBM. CORNER BH
98\
\ I
/ +,99.6 /8 -OAK EL -99.32
\� 1
EXISTING
\
/ 9
/ I SEPTIC TANK FpRpOAI
\
S S S
/ BUS/l� D -BOX 98.3
</vH/G
OHW
OHW
I I
UPI I
CATCH BAT
BUSH �\ I2g•
I
\ BUSH � \ \ ::• :: , I A' EN
/ NG
_,;�•.::'.': 98/.9
_-96---'
\� !00.2+16 HIGH CAPACITY ::' '' ��
\ INFILTRATOR CHAMBERS
����
---------
98-
\ ' i EXISTINGAl
IY
13° 99.0
VENT � 18'OAK 98.6
\ TPS►% \ PAYED
\� / --- i\ o'f/YElygy
N
/ 100,15 -
+96.2 �
/
�1
LOCUS MAP
ACCESS COVERS MUST BE WITHIN
6' OF FINISH GRADE
0
INSPECTION
PORT
FIRST 2 ' TO
BE LEVEL -7
9' MINIMUM.
6' MAXIMUM COVER
4 "VENT WITH
_ CHARCOAL FILTER
18' MIN
CLEAN SAND BACKFILL
T GAS �� 95.8 U \ 95.37 JAI + l l " III H-20 11 ) 9�" "` AROUND AND 2- OVER CHAMBERS
BAFFLE 95. 62 *X
5 OUTLET 16 HIGH CAPACITY INFILTRATOR
EXISTING D -BOX CHAMBERS IN BED FORMATION
/000 GAL
SEPTIC TANK 6' CRUSHED STONE OR
COMPACTED BASE
PROFILE : NOT TO SCALE
`� BEp,Q p pIf!
T •\
*ebmoov
SECOND FLOOR PLAN
GENERAL NO TES : ,
I . THIS PLA! IS FOR THE DESIGN AND CONSTRUCTION
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
2. VERTICAL ATUM IS ASSUMED, FOR BENCH MARKS
SET. SEE 5 1 TE PLAN.
J. ALL CONSUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF LIEALTH REGULAT I ONS .
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IV DEPTH SHALL BE CAPABLE OF WITH-
STANDING -20 WHEEL LOADS.
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
APPROVED QUAL .
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST Ct)NCRETE OR APPROVED POLYETHYLENE.
BOTH SHAD BE WATERTIGHT, D -BOX SHALL BE WATER
TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
OUTLET,
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
1 -888 -DIC -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
8. EXI STING EACH PIT TO BE PUMPED DRY AND
BACKFILL D.
L 0 T AREA
/ O
43,540± S.F. o //
to o ,
V•
°
ti
A,
f
O r r or,
co
4�
-- - - - - - i DEMAREST,JR.
q No. 36859
P
�C/ FS 0��Ft /S
4UR' E� .
.SOIL
TEST P1 T DA TA
INDICATES INDICATES
PERCOLATION = OBSERVED
TEST GROUNDWATER
TP *1
HORIZON TEXTURE COLOR 97.0
MARK
_ YR
ALOAMY _
=. -_ IOYR -_
_.
SAND 3/3
5'------------------
CONCRETE BOUND
B LOAMY IOYR
5/8
`
-W
2 -----SAND-----
- '
C MEDIUM IOYR
SAND 5/8
Permit valid REPAIR OF SE. TIC SYS6F�t
D"
ONLY, clue to State .... Local septic '�rtan t
Board of'ilcalth review and ap`,. -at is requirc<< `m'
any future adiiitionslrenova}tpons/apt -"ions to a
sewage facilities fend/or stru drdtresidwelling. V
i
Yarmouth)-TeAth 1)eparttnct t 32
NO WATER
APPROVED{ 's DATE': JANUARY 31. 2013
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
-p to j PERC RATE: ( 2 MIN/INCH
tYme Date
2k4 31/-1_ `� '�` E P T/ C SYSTEM D E S I ON
977 WEST YARMOUTH ROAD. MAP l 23. PARCEL
YARMOUTHPORT MA..',.
__ 0W02a
JOB NO: /3-003
PRE'PARE'D FOR:
LEGEND
MARK
HURLEY
B p
° , Ir y r `
m CB
CONCRETE BOUND
7-11-1.
� _ ,�.� = ..�--_-a�
-W
WATER L I NE
O
HYDRANT
SCAL E' l a
20'
FEBR UA
Y l 9 , 2013
G
GAS LINE
OHW-
OVER HEAD WIRES
STEPHEN
HAAS.
-0
-E-
LIGHT POST
UNDERGROUND ELECTRIC LINE
E N G I N E S
_
I N G, INC
-T-
UNDERGROUND TELEPHONE LINE
/��
923 Route 6A
-CTV-
-1-40.4
UNDERGROUND CABLEVISION LINE
SPOT ELEVATION
°
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Ya rmou t hp
r t MA 02675
w 508) 362-81-32
........40 -------
EXISTING CONTOUR
40
PROPOSED CONTOUR
JOB NO: /3-003